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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
2
3
1

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape on removal of the load
It regains its original shape partially on removal of the load
None of these
It does not regain its original shape at all

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Proof stress
Stiffness
Proof resilience

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
V = 0
M = 0
All of these

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

200 mm
250 mm
400 mm
300 mm

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.5 mm
5.5 mm
4.0 mm
5.0 mm

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